HomeMy WebLinkAbout06070061.5NOTE: See C806 for typical spot grades
around Bungalow Buiidings.
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TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
ASSUMED NORTH
SCALE: 1 "= 30 '
30 0 15 30 60
GRAPHIC SCALE
I"=30'
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HOLEY MOLEY SAYS
" DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS- 69- -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Storm Sewer
® • New Storm Structure
------ - - - - -- Subsurface Drain (sm)
.m °'.. °... Existing Sanitary Sewer
New Sanitary Sewer
(Laterds are shown for reference only)
'135 - -- -'
Existing Contour
z
Existing Elevation
�— 835 -
Proposed Contour
000.00
Proposed Finish Grades
000.00 Tc
Proposed Finish Grades
000.00 GUT
(TC =Top of Costing; GUT -- Gutter)
- ---
Swale Flowline (o
Flow Arrow
- — — — — -
Utility & Drainage Esmt.
-- 'Y - -
Existing Water Main
r
Existing Fire Hydrant
�
Existing Water Valve
E-4
Existing Utility Pole
Existing Trees
--- -- X - --
Existing Fence
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1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES,
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, TOR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICAT10NS FOR THE CITY OF CARMEL,
INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM
SEWERS.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS, ALL FIELD 11LES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL N01IFY IN
WRITING THE OWNER AND THE 'ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL-BE
LEVEL NTH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN
ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS.
10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2 %).
NOTE: See erosion control sequence on
sheet C801 for pre- construction through
post- construction requirements.
TOPSOIL NOTE:
ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS INDICATED IN
THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY
TOPSOIL CAPABLE OF BEING USED ON —SITE MAY BE STOCKPILED ON —SITE IN LOCATION DESIGNATED
BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF —SITE AT NO ADDITIONAL COST TO OWNER,
TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE
COMPLETION.
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* No.
PE19500260 -
STATE OF
]A.
DATE: Z-(6 G
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2095)
C7!0
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
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